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EASOMM TO BE - C J DED9CATED THkS PUT TO' RIGKr 0—wAY EASEmEm \ _ 0 SANITARY SEWER CO)AW7EE - . a co I NST. NO, 88-17514 �. {1 x ss sa•. g3.12'44 . 10' E4SPRNATE SEWER SERVICE 1 l D q CH-S 62'44'09" W• wTO ICAW ' IJS �LLAT CL-62.63.' . I' PIPE m s _ OUTLOT "A-1" OUTLOT 'nA-2" `1 ±0.39 ACRES 4`el �m ±0.36 ACRES sS- • SETBACK LINE VARIES TO FOLLOW E7li5W STRUCTURE — BOARD OF ADJUS ME]NT VARIANCE FOR REDUCED cd sO' llIWITY Eti^EULM TO FRONT YARD SEl'BACK APPROVED NOVVEMBER 17. IM ZONING CASE BE DEDICATED THIS PUT FTEE NO. T--4766. ❑ TE A S 01*40'42" W PRRSPECTITE��CE N0: 3 RIGHT—OF—WAY ABRIiDONtIF,Yi 8?, _ 33.90' P.O.B FIAT E3K. �S, PG. 52 UTILITY &ORDNANCE NAGE 4SEN� RETM1NED NITnm' iT 1 D BE ZS' BU0.1 " SETBACK OEM BK.' 1017, PC. 387 DEDICATED T1i1S PUT RESERVE "A" 88'42 44 E� 21.g5► PROSPECT ' ICE NO. 3 " —� — 151.17' PLAT BK. 3, PG. 52 N 88'42 44 . 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POIJ.0 ccOxsf clxaar/rm.rr ctw! .... ua ao r DEVELOPMENT .—c- CONNILTANTS' INCORPORATED N AMENDED FINAL PLAT OF OUTLOTS "A-1" AND -. �,,�►�-,,,,� - "A-2", PROSPECT TERRACE NO. 3, CITY OF. LITTLE ROCK, PULASKI COUNTY, ARKANSAS �°-��^• I a lAM Aaek .A Tj}0'z 2012 30' RAwx er TAS ' C6R11Yi4 of &HONE® G ACCURACY Q RMB PIA1' AYLNGWINT NOTI 1Mi. • r r44 a v� .sec. aw!l-h u. — Q: nm imam I.YI. PSAa or dlD.D.S •.1-1• no' Y- iti rl:x�.0 rw•', u m. uWPxY 1woAN._ 0 T.AS IIIoiEV tOl!!:K N0. 1 CAY p ,ntsr IIOPC b iN�a v)d�.i2rprp�Ww. Iwn a�nn,�eerWdw- _ wy- alpm — — '-- — 'I of -i' ID roro .K'IMM1r ii DOUO.R1' oI. a'in..Mw. Liw ,e.x. i B.6.2012 waww,lo-. !v, TPC lAd[C'! Jb nua.c ion OF UTIM NO ACCURACY C L • _ t N.IW+ y _ ! aV.� InLS.IY. p* �.tik Rpr.e^ir a xerde� vwm/ .near O 1 I \ RM7-R3M•p' x a .wA'M �q !.~nn Meat qa M N�00S / Im •..wv.-w �{ I ` � = 1�'_- � Z SeOC�a, PWa dd _ J OUTLOT PA-lACRES Ipp OUTLOT 'A-2" * ow N Toes A SMVi..Wl 20.3Y ACNiB N F 30.36 ACBEB Pro,.-6. lane Sw k.4 k. 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CD t Enn y En m C CD � y < > 5 a dCD f�D w r5 10 k 0 & p * 2 e 7 7 A tz ƒ E � � CO & ■ � E / m _ § \ w e C m CL _ e ƒ k ƒ 0 k ■ § ■ \ R CD CD ƒ 2 R/ o & CD CD cr CD CDE 9 � _%20 _ƒ¢CDk k �/S, \ 3 / m >CD 2 § § 7 E5 Di& \ o a n _ S g� / c�� k / =■■ § 2 , k ƒkk / / 3 R o E 2 E ƒ \ +°— ` k CD m CD 0 ?J lz NS tz tz p m 0 K A — !2• 0 0 0 0 O O O O " " " -t) W Cn CA m m m m m oo>a tz CrQ nm �• a0i CFJ m n CD n_ z-- D (D ` O hj to ...'A-s Cn O Vi A in cn in cn C o O O o ^0 CA rn rAn w O 7 0 c CD O-h m CI4 CD C m CL O G (D O O e 00 O TS m m CD (D b r 0 �a r r r Gamma C Phi Piezo pcf psi Surf Block - 117 585 56 0 AHM C Ballast 110 0 40 0 Shale Clay 120 0 27 0 Cla syshale 120 200 27 0 �rl , F =1.412 130 120 T ! 110 100 i 0 50 218=131:M19PMtt.0aiMmjecMS%5WlEcPge-oodtsbpel.gW Scott AMiller. P.E-- North LittleRo&,AR F-IA12 Scott A. Miller, P.E. - North Little Rods, AR 13017 5801 Edgewood Road 05/08/13 15.33' Tall Wall 3(H):1(V) Slope 100 130 RELOCATE WALL LAYOUT ON SITE TO KEEP THE GRID IN THIS C_066 000 AOAO PROPERTY LAYOUT WALL CONSIDERING WALL FACE BATTER OF 1(H):8(V) NOT TO SCALE P.O. Box 94529 North Little Rock, AR 72190 Tel:501.374.3546 Fax: 501,374,3547 E-mail: segwalls@gmaii-com t '";� Seott Miller Consulting En�c ineer A .;Ca t T fAluF itTc i? r UJ - CON&UL11. 59 5801 EDGEWOOD ROAD LITTLE ROCK, ARKANSAS WALL LAYOUT DRAWN BY.. CMM I DATE: 02107113 SHEET: 1 OF 10 APPROX. WALL FACIA = 1660 SQ. FT.(INC. CAPS) 120 INSIDE T APPROX. SG200- GRID =-'760 SQ. ' YDS. ' I ! I TURN D+78 I APPROX. FILTEF1 FABRIC I = 500 Sb. YDS. 1 REGRADE AREA WITHIN 12.0 FT. BEHIND WALL' I I I APPROX. C BA!•`LAST REAF. ZONE I FILL = 430 CU. YbS. i TO MAX. 1(H):1(V) SLOPE 1 I1 1 1 1 1 1 115 — �I - — - I ! -- f�FLOCM L-- NVALI, LAYOU {.,ON SHE ITO KI-111 TI.IL GRID IN THIS PROpi-. STY I MAX 3IO SLOPE BEHIND MALL I I IR WITHIN 20.0 FT. l I I CAP WiIT E"ii20 �1 I ! TOP OF WALLI ' 1 I I NO LIVE .E7EIVQ LOADS BEHIND WALL I I I I I FINISHED GRADE BEHIND WALL ' I I LAYOUT WALL PER SKEET 1 OF Il 0 1 I _EL 1IVA _ _ . INSIDE S[F.P. TYP TURN I CONSIDERING WALL !FACE BATTER I Z BEGIN .....53 I 9OCKW000 8- CLASSIC BLOCK, n 1U "" — _ ..,. ... .... ,... _. OF 1(H}:B(V) E"l ALL Ff OM WALL Q ALL SCALE STEP tQCATIOhES J 105 [ +� a , ry sTRnra®zDD 3XT GJID, aP. i _ r. t+ 7 PROFILEI, STEP LOCp,TIONS MAY' VARY BY f l 1-3 FEET HORIZONTALLY I I LOOKING AT FACE OF WALL 10(1 FMi5Fti0 GRADE nL- FRONF OF - ApN, 2 THtCK AtiTO C 7 ROAD Ba56 ODTTOM LEVEUNG PAD I I I { MIN. WALL EMBEDMENT = 0.5 A( 75 BLOCK) I LEVEL SLOPE 1N FRONT OF WALL 95 — �120 -115 -110 -95 PANEL WIDTH, FT- 1t- S.0' 3,5' - GRID LENGTH, FT- 0+00 1 +00 2+00 2+50 WALL 1 PROFILE REAR WALL SCALE: HORIZ. 1" = 20' �QFfI[J) VERT. 1- = 5' KEY ;=..N.,...,„ y�''. � 9C4TT E,ULLER� STRATA 200 GRID, nP. C6NsutTIHC, 3 p 5 a U :ENGINEER. INC.: P.O. Box 94529 North Little Rock, AR 72190 Tel: 501.374.3546 Fax: 501.374.3547 E-mail: segwalis@gmail.com Scott Miller Consulting Enaineer ROUTE OR PIPE ALL ROOF DRAINS AROUND WALL NO WATER SHALL BE ALLOWED TO FLOW OVER THE WALL AT ANY TIME 8" THICK COMPACTED DRAINAGE SHALE, CAP UNIT — SLOPE TO WALL ENDS ti MAX. 3(H):1(V) SLOPE W�CONCRETEP UNIT ADHESfVE MIRAFI 140N FABRIC •� —� 1" SETBACK PER COURSE 4 SEEP OFI EI FOR ROCKWOOD 8" CLASSIC MODULAR CONCRETE b - Q"LENC PLACEMENTw . FCI� ; ' ,4 A. COA�PACTEfl AHTD C �ALlAST • � TA 2 06i'dDACING UNITS REINFORCED Z ITRA d' `.GEOGif L'ERGThI + • d a' . WALL EMBEDMENT= 0.5 FT. a (0.75 BLOCK) e 4 e 9a".I ac COMPACTED CLAYEY SHALE =` FOUNDATION ZONE UNDISTURBED HARD CLAYEY SHALE 4" PERF. PVC OR ADS PIPE IN FABRIC SLOPE TO DRAIN THRU WALL MAX. 40 FT. MIN. 2" THICK AHTD CLASS 7 CRUSHED STONE LEVELING PAD —YIN. 3" C BALLAST ABOVE TOP GRID LAYER REINFORCED 8ACKFILL, COMPACTED EACH 12' LIFT WITH MIN. TWO PASSES VIBRATORY PLATE EXCAVATE PER OSHA RETAINED ZONE UNDISTURBED HARD SHALEY CLAY PLASTICITY INDEX < 20 CONTRACTOR RESPONSIBLE FOR STABILITY OF ALL EXCAVATIONS 11RAfl 140N FABRIC MIN. 3" C BALLAST UNDER BOTTOM GRID LAYER BRING UP FILL SIMULTANEOUSLY IN MAX. 8.0" THICK LIFTS IN BOTH RETAINED AND REINFORCED ZONES TYPICAL ROCKWOOD 8" CLASSIC REINFORCED WALL SECTION SCALE: NONE Scott Miller cunsuitft P.O. Box 94529 North Little Rock, AR 72190 E n g i n e e r Tel: 501.374.3546 Fax: 501,374,3547 E-mail; segwallsggmail,com �� ,SE OF R[�T� •,,y SCOTTM¢LER" 41 - CONSULTING 2—Ez [.7 SNGIHFER, INC.; � i t GENERAL INFORMATION ABSORPTION ... MEETS OR EXCEEDS AM C90-75 STANDARDS COMPRMK STROM ... 3000 PA APPROXIMATE (N M OWMa SPECIFIED) COUPOSIIDN ... NCH SIRDM. MW DIDW.'0' SLUM CONCRETE UNIT INFORMATION BEVELED CLASSIC UNIT 18' BEaM SPUR FACE ... ON X 18V. 78 1BS, APPROX...... 1.00 SOST. FACE 1a' GP NV LID •�!I flq . 4'H X 18SA 50 UIS. APPROX ... 0.50 SOFT. FACE STRAIGHT CLASSIC UNIT 1E' SIFACHI SaI,q FACF .. e'H X 18Y1, 80 UIS. MPFW .. - TAB SO.FR. FACE 157 w SPF.V.'HR 'FUR FUE A'H X Zak, 31 I.M A"qM .... 0S0 SOFT. FACE COLOR AND FACE OPTIONS FACTORY OD DRS - GAMY M DUFF GISIOH COLORS . ... VEak MOM OAT FADE PATFUM . .. .. BEVELED SPAR fAM STRAW SPLIT FACE P.D. Box 94529 North Little Rork, AR 72190 felt 501.374.3546 Fax; 501,374.3547 £•mail segwalls@gmail,com BEVELED CLASSIC CAP STRAIGHT CLASSIC CAP Cott Miller consuffinrl Enaineev BEVELED CLASSIC 8" UNIT STRAIGHT CLASSIC 8" UNIT p {,'SCOT T MILLERt s LA T : CONSULTING •, [.3 -E TNEE•R, INC.? ''c #459 5801 EDGEWOOD ROAD LITTLE ROCK, ARKANSAS WALL DETAILS DRAWN BY: CMM I DATE: 02/07/13 SHEET: 4 OF 10 WL CLASSIC BLOCK Y CRCK t TiNG Emin W CORNER BLOCK - RENOJAL STDPART2 90' CORNER BLOCK (BOTH SIDES RELIOYED) STDPART2-9k" (NOT _SWCK� W CORNER BLOCK - BACK SERPENTINE WALL FULL CLASSIC BLOCK UNOS P.O. Box 94529 North Little Rock, AR 72190 Tel; 501.374,3546 Fax; 501,374,3547 E-mail, segwallsNmail,com Remove wings STDNALF HALF CLASSIC BLOCK RADILiS CORNERS _ REAIOYE WINGS AS NEEDED u� = CONSULTING = q = U =k N:1NEF: R, INC 3 Z Scott Miller 11Consultinci Engineer MIN. 1.0 FT. FENCE POST �A_ OR HANDRAIL POST _Z DJ M L�., Li CONCRETE BASE POST DETAIL USE CONCRETE TUBE FORM TYPICAL HANDRAIL AND/0R FENCE POST SCALE: NONE P.O. Box 94529 North Little — —.1—....."""' """" --- CRUSHED STONE ROAD BASE WALL BASE STEP DETAIL_ SCALE NONE IND11 ,.- BASE PREPARATION DETAIL SCALE: NONE AR 72190 Tel; 501.374.3546 Fax: 501.374,3547 E-mail: segwallsftmailmm GEOGRID r SCO'f T MILL ER TTJ a CONSULTING _ C7 U "s£h4iTNEER, INC: =C 5p ##459.r4%4� a Scott Miller tonsu lti na Enaineer GRID MIN. 10' INTO BLOCK BEVELED FACE ISOMETRIC ASSEMBLY EXTEND GRID MIN. 10' INTO BLOCK STRAIGHT FACE SLOPE DITCH To AREA DRAIN SLOPE BACK SLOPE TO DITCH CAP UNIT DRAINAGE SWALE ADHERE TO TOP UNIT —,,".SOD W/ CONCRETEDRAIN M•N 48" AROUND 12- AREA DRAIN ADHESIVE I +/ I ROCKWOOD 8" CLASSIC MODULAR CONCRETE — FACING UNITS SLOPE AWAY FROM WALL RIP RAP IN FRONT OF PIPE AS NECESSARY SCH 40 PVC PIPE, 6- DIA. MIN. EXCAVATE PER OSHA \CUT GRID TO WITHIN 1/2- OF PIPE COMPACTED REINFORCED ZONE FILL EXCAVATE AS NECES STABILITY OF THE EXCAVATION IS THE RESPONSIBILITY OF THE CONTRACTOR 4" SOLID PVC OR ABS PIPE ,. •"''..... ........ SLOPE TO DRAIN, DO NOT CONNECT TO OTHER DRAIN r':��i1FAU]�'" 4" PVC THRU WALL, SLOPE TO DRAIN -;`�Qr""""""'•.,,��= e a F !� � sanT1 rAxLrl:` 9L LIa : CONSULTINC = Ca Uif. .NCIIJFFR,INC. - = TYPICAL SECTION AT AREA DRAIN s I,," '.' wI' SCALE: NONE r SSA$ _II+�,•�, rr,N 11,10010 Scott MMer ApC—ons u-11tina PA, Box 94529 North Little Rack, AR 72190 E nLj a HV Z7_� WC IF Tel; 501.374.3546 Fax; 501,374,3547 E-mail; segv4alls@gmail.com f ;1 DAYLT" DRAIN THROUGH WALL FACE 2ND COURSE ABOVE GRADE 1ST COURSE ABOVE GRADE SPAYING VARIES 40 MAXIMUM CAP BLOCK-, r SLOPE MAY VARY H� 12 INCHES OF NO 57 CRUSHED STONE I pEn1rORm MiM Acu rowu =, c£osrrmrtne REwFoaeElaur ; r ' V DI4 PIPE (EL VARIES) WALL DRAIN DETAIL SCALE NONE PLAAC CEOM W NW a 1" LAYER: OF E 9LOC9 IN I, MW+[R TO AEINFORC£ CMS 3 W7 HY PR[M LIS LAM GE CEO"a B' ABOVE DYER PUCE CEDGRID IN N. B' SPECIFIED FOR LAYER OF BLOCK WITH THE MAIN GEOORID. REINFORCEMENT RUNNING 90' TO THE PREVIOUS DIRECTION BELOW. PUCE WITHIN CURVE ONLY. 1 LAYER SPECIFIED FOR GEOGRID PLACEMENT 4NH REW'ORCEYEHT II I` L fM L CONVEX FOR RADIUS LESS THAN 50 FT. REQUIREMENTS FOR CURVED WALLS 90' CORNERS WITN PARTIAL UNITS P.O. Box 94529 North Little Rack, AR 72190 Tel: 501.374.3546 Fax: 501.374.3547 E-mail: segwalls@gmall.com R ,CONCAVE CONVEX %�V END OF WALL r W7IH HALF UNITS STEPPING Scott Miller_ Consultinna_ Eng.ineer :K IN A IW U TD RC4tt'aNKW By PRrvDU$ uy" OF GFOGRID M BY MOTH GS GEOOPoO TD coat SPACE SHALL RE E4+.NL TO d TIMES THE E X%M- ADDITION& DODOS NDT HUD Ai,01 SWLCE 4 L.CHL TmAN +'-0-- BETWEEN TRIO (TYP.) FOR RADIUS 50 FT. AND LARGER REQUIREMENTS FOR CURVED WALLS CONCAVE •'tEoFAUjyp. • SCgTT 1.TILLE.R� CONSULTING = p v 3F.t2GINEER. #459 N, y ,"45-ECG•. 5801 EDGEWOOD ROAD LITTLE ROCK, ARKANSAS WALL DETAILS DRAWN BY.- CMM I DATE. 02107113 SHEET.- 8 OF 10 S CONSTRUCTION SEQUENCE o EXCAVATE TRENCH FOR A LEVEL BASE, REMOVE ALL ORGANIC AND UNSUITABLE SOILS. COMPACT LOOSE MATERIAL. o INSTALL MIN. 2' THICK COMPACTED ANTI) CLASS 7 DENSE GRADED CRLSHED STONE ROAD BASE o CHECK LEVEL OF LASE MATERIAL OR LEVELING PAD. STEP 1 0 PLACE DRAW TILE AWa IIIE NIGH GRADE IN FRONT OF WALL WITH A MNMI 8EHU1O WALL. o PLACE COMPACTED BACKFXL BENINO ORAmTDL. o PLACE ADWIIOHLL BQOU CURSES BY REPEATING STEP 3. o PUCE A MDI:MUM Of ONE FOOT DRAINFILL BEHIND WALL o PACC 0210001F.0 093(FILI DLNINO ORUNFtU,. STEP 4 o CHECK ALL LINE GRADE AND CURVES. o CONTINUE WALL CONSTRUCTION TO FULL HEIGHT. o INSTALL FIRST COURSE INSURING ALL UNITS ARE LEVEL; BOTH SIDE TO SIDE o LKACE ADONIOHAL BL" COURSE BY REPFATRVO SRP 3. AND FRONT 70 BACK. o PLACE CEO :RID AT REOUBEO M30HTS AND LENGTHS (SEE o ALIGN BALK SIDE OF FACE 70 INSURE A STRAIGHT INSTALLATION. ATIACHEO SHEETS) BY REPEANNO STEP 4. o SET UNITS SDE BY SIDE, SO THEY ARE TOUCHING o COMPACT BACK ILL BEHIND AND IN FROM OF FIRST COURSE. o SWEEP TOP OF BLOCK. STEP 2 o INSTALL NEXT COURSE WITH OFFSETTING THE CENTER OF BLOCK OVER SEAMS OF PREVIOUS COURSE. o CONTINUE PLACING OF COURSES UNTIL GEOGRID PLACEMENT S REQUIRED o PLACE GEDGRID OVER BLOCK AND LAY OVER COMPACTED BACKFILL o PLACE NEXT COURSE OVER GEOGRID. o PULL GEOGRID TIGHT. KEEP TENSION APPLIED UNTIL BACKFILL IS PLACED; STAPLES OR STAKES MAY BE USED 10 MAINTAIN TENSION. Ln1 M L' L AGIN PM tdc"I OR !1■■/ I O. STEP 3 P.O. Box 94529 North Little Rock, AR 72190 Tel; 501-374.3546 Fax; SOL374,3547 E-mail; segwalls@Igmail,com STEP 5 o REPEAT STEPS 3 THRU S. UNTIL WALL S AT REQUIRED HEIGHT. o INSTALL CAP UNITS, FINAL BACKFILL AND OPTIONAL DRAINAGE SWALE- OPTIOFAL CONCRUE OR OPTIONAL TRW LINED OWD41 CAP WITH COM- SLOPE VARM LINED AOIIE FAIC {AS PER A�Ov�11M71p J I52' M. , OVER L Scott Miller onsugting I . E-gineer STEP 6 �Y OF ...... ^'t�• fICL7TT MILIEf0-E Ail : CONSULI ING [j _ � =erlcrFrree. IYG�r NOTES: 1 REINFORCED ZONE- COMPACTED SELECT AHTD C BALLAST CRUSHED STONE WITH AN EFFECTIVE FRICTIONANGLE= 40 DEGREES, MOST UNITWEIGHT= 110 PCF, COHESION = D PSF. 2- LEVELING PAD. MINIMUM 6'THICK COMPACTED AHTD CLASS 7 CRUSHED STONE ROAD BASE 3. FOUNDATION ZONE- UNDISTURBED HARD CLAYEY SHALE WITH A PLASTICITY INDEX LESS THAN 20 WITH AN EFFECTIVE FRICTION ANGLE =27 DEGREES, MOIST UNIT WEIGHT = 120 PCF, COHESION = 200 PSF. 4 RETAINED ZONE -UNDISTURBED HARD SHALEY CLAY WITH A PLASTICITY INDEX LESS THAN 20 WITH AN EFFECTIVE FRICTION ANGLE= 27 DEGREES, MOIST UNIT WEIGHT =120 PCF, COHESION = 00 PSF. 5 MINIMUM WALL EMBEDMENT- 1.0 FT. (10 BLOCK) 6 A GEOTECHNICAL REPORT WAS NOT PROVIDED FOR THE PROJECT AND THE SOIL PROPERTIES USED WERE BASED ON OBSERVATION OF THE SITE SOILS BY THE WALL DESIGNER AND TEST RESULTS FROM NEARBY SITES 7 WALL BATTER WILL BE I.O-INCH PER BLOCK COURSE. B THE WALL DRAWINGS ARE BASED ON THE WALL HEIGHTS AND SITE SLOPE MEASUREMENTS MADE BY THE WALL DESIGNER AS DIRECTED BY THE CLIENT. THE WALL HEIGHTS AND SLOPES IN THEVICINITY OF THE WALL MUST BE VERIFIED BY THE WALL INSTALLER BEFORE BEGINNING WALL CONSTRUCTION THE WALL DESIGNER MUST REVIEW ANY CHANGES TO THE WALL DIMENSIONS OR SLOPES AROUND THE WALLS. 9 THE WALL DESIGNER ASSUMES NO LIABILITY FOR INFORMATION PROVIDED BY OTHERS OR NOT VERIFIED. 10- ALL C BALLAST MUST BE PLACED IN MAXIMUM 120INCH THICK LIFTS AND COMPACTED WITHA MINIMUM OF TWO PASSES OF VIBRATORY PLATE COMPACTOR ALL SOIL FILL MUST BE PLACED IN MAXIMUM&& INCH THICK LIFTS AND COMPACTED TO A MINIMUM OF 95% STANDARD COMPACTION(ASTM 0698). THE COMPACTION OF EACH LIFT MUST BE VERIFIED BY THE TESTING AGENCY OF RECORD EMPLOYED BY THE OWNER WITH AT LEAST ONETEST PER 2500 SO FT. OF FILL PLACED PER LIFT, PER DAY WITH AT LEAST 20% OF THE TESTS CONDUCTED WITHIN 2.0 TO 4.0 FT. OF THE BACK OF THE BLOCK 11 MAXIMUM WALL BEARING PRESSURE = 28M PSF. 12 THE LONG-TERM STATIC GROUNDWATER LEVEL IS ASSUMED TO BE BELOW THE BOTTOM OF THE WALL (GREATER THAN 6.0 FEET). 13 ALL QUANTITIES DO NOT INCLUDE ANY WASTE OR OVERLAP REQUIRED AND ARE BASED ON IN -PLACE COMPACTED VOLUMES THE INSTALLER MUST VERIFY ALL QUANTITIES. 14 WALL HEIGHTS SHOWN MUST NOT BE EXCEEDEDVATHQUT THE CONSULTATION AND APPROVAL OF THE WALL DESIGNER. 15. ALL FACIA BLOCK MUST BE ROCKWOOD B• CLASSIC UNITS 16 ALL REINFORCING GEOGRID MUST BE STRATA SG200 GEOGRIDAS SHOWN ON THEWALL DRAWINGS 17. ALL UTILITIES BEHIND, IN FRONT AND UNDER THE WALL SHOULD BE INSTALLED BEFORE COMMENCING WALL CONSTRUCTION TO LIMIT DISTURBANCE AND DAMAGE TO THE GRID AND UNDERMINING OF THE WALL. THE COMPACTION OF ALL UTILITY BACKFILL UNDER THE BLOCK AND GRID ZONES MUST BE VERIFIED TO BE AT LEAST 95%STANDARD COMPACTION (ASTM 0698) 18. MAXIMUM SLOPES BEHND AND IN FRONT OF THE WALLS ARE SHOWN ON THE WALL DRAWINGS AND SHALL NOT BE EXCEEDED WITHOUT THE CONSULTATION AND APPROVAL OF THE WALL DESIGNER. 19 CARE MUST BETAKEN WHEN INSTALLING ANY PAVEMENTS, UTILITIES, IRRIGATION. STRUCTURES OR LANDSCAPING BEHIND THE WALLS SO AS NOT TO DAMAGE THE GEOGRID OR WALL FACE. ANY DAMAGED GEOGRID OR WALL FACE DISTORTION MUST BE REPLACED. 20. ANY SPRINGS, SEEPS OR OTHER WATER SOURCES NOTED IN THE WALL EXCAVATIONS MUST BE IMMEDIATELY REPORTED TO THE WALL DESIGNER FOR REMEDIALACTION- 21 NO LIVE OR DEAD LOADS WITHIN 20 0 FT. BEHIND WALL 22 ALLROOF DRAINS AND SURFACE WATER MUST BE PIPEDTHROUGH OR AROUND THE WALL. NO WATER SHALL BE ALLOWED TO FLOW OVER THE WALLAT ANY TIME. 23. ALL FILTER FABRIC MUST BE MIRAFI 140N NON -WOVEN FABRIC OR APPROVED EQUIVALENT P.O. Box 94529 North Little Rock, AR 72190 Tel.,501.374,3546 Fax:501,374.3547 E•m( E Miller ineer •7`S•] C rT AN11UR J= = MU - CONSULTING L-]-WGLIJM;Ef4. 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